The geotechnical engineering properties of calcareous sands

	The geotechnical engineering properties of calcareous sands
	Zhu, CQ; Wang, R; Lu, CQ
	1997
会议日期	NOV 02-07, 1997
会议地点	WUHAN, PEOPLES R CHINA
页码	663-667
英文摘要	The results from site investigation and indoor test indicate that it is very important in the subsoil of calcareous sands to consider the particle crushing, interparticle cementation, cavernous character and fresh water level. The strength and deformation behaviors are difference from terriestrial silica-sand completely. In this paper, the engineering geological zoning for the calcareous sediment is suggested based on the LDP (Lightly Dynamic Penetration) and the geomorphological characteristics. It is conducted, from the insitu PLT test, that the bearing capacity and deformation modulus of the weak cemented calcareous sand are all higher enough for general used buildings.
会议录	COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 1
会议录出版者	A A BALKEMA PUBLISHERS
会议录出版地	LEIDEN
语种	英语
WOS研究方向	Engineering
WOS记录号	WOS:000072707800096
内容类型	会议论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/4296]
专题	岩土力学所知识全产出_会议论文
作者单位	Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式 GB/T 7714	Zhu, CQ,Wang, R,Lu, CQ. The geotechnical engineering properties of calcareous sands[C]. 见:. WUHAN, PEOPLES R CHINA. NOV 02-07, 1997.